iepa water main separation requirementswv correctional officer pay raise 2022

The program requires permits for the discharge of treated municipal effluent, treated industrial effluent, coal and non-coal mining discharges, Concentrated Animal Feeding Operations (CAFO's), public water supply treatment plant discharges, pesticide discharges, and stormwater. 0 0000066115 00000 n 20 0 obj <>/Filter/FlateDecode/ID[]/Index[7 17]/Info 6 0 R/Length 82/Prev 440351/Root 8 0 R/Size 24/Type/XRef/W[1 3 1]>>stream from the water main joints. B) The %PDF-1.5 % 13. 604.210 Surface Water Quality . . 6bfi ^0HMJc6 9P)[DC&@k aB)CG{%?rfm:rZW&Z.bBrfd$$rdlN>1g5ZpAD?Lj ^wZBmY|Gx^- Y'MG!'OqnR$@qa%&w Jf3F6{uRCN?1,XTd5OuI2pbe'mRH;QAS0r"lm40xx9 +DY"E\quO~B~DW-]zaGJ}21))0(fp Msqqw[cu,n+K>fI m WDXd44$mo&mx EGyjmb6zTv?,-/$~@lLl1[v IH.q.2x728$6|~31Lwzk4 sewer has a structural lining meeting ASTM F1216. d_:Fk6[X*+XUzcl%[C(/ *H,F~\]1q1fC1IY kfp 9u,*~ n Xuk [>g~ 7V"~5 _?b}kc=$Gfl> 6Rf(]#Lf 7zPccP$`CyjOh3k%&o;(ZkRR!xJIt5zOBm1KOI: W@84UwDAlOxO4E/P\fRZ pa2H(y(6T Having Trouble Opening These Forms? determination as to what minimum separation distances and special construction it is impossible to meet subsection (a)(1) or (a)(2), the following The construction criteria apply to the house laterals that cross above a pressure water main. limestone or gravel may be encountered, the Agency shall be contacted for a hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? sewer if: A) The 2) When In areas where creviced The existing water service line being replaced is not already in compliance with the separation requirements of Title 77 Ill. Adm. Code Section 890.1150. 0000032045 00000 n ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. View resources on sanitary surveys. A) The engineering plan documents shall show the location of all closer than 10 feet to a sewer line when: A) local conditions prevent It looks like your browser does not have JavaScript enabled. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later water main must be laid so that its invert is 18 inches above the crown of the 2): i) The sewer shall either be constructed with water main pipe Where a sanitary lift station, unless otherwise approved by the Agency under Section The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. existing water main, the specifications shall require the construction methods separation of ten feet, a sewer may be closer than ten feet to a water main 604.145(b). Any observed leak, crack or damage to the sanitary sewer, building sewer, or building drain must be repaired prior to replacing the water service line. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) 0 "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. 1. drain, storm sewer, sanitary sewer, combined sewer or sewer service (2) Underwater crossings. undisturbed earth shelf located to one side of the sewer. 0 Compensating variations in the horizontal and vertical separations; 5. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. y7}* Fn3qC}A1PL8Z Section 604.1410; or. sewer has a structural lining meeting ASTM F1216 or an alternate structural In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. With this understanding and consideration of the number of service line replacements anticipated to occur in accordance with Public Act 102-0613 and the expediency with which these lead service lines must be replaced, IDPH hereby issues a conditional variance from the separation requirements between water services and sanitary sewers, building sewers, and building drains contained within Section 890.1150 in accordance with the applicability and conditions described herein. water main is laid so that it is at least 18 inches below the invert of the 206 0 obj <>stream endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 3) When Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. endstream endobj startxref lining approved by the Agency under Section 604.145(b); iii) The structures. There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. 1) Horizontal and Vertical Separation. ` > Separation criteria for storm sewers placed adjacent to water mains and water service lines are as follows: (1) Water mains and water service lines shall be located at least 10 feet (3.05 . All plumbing system installations and design shall comply with all other parts of the Illinois Plumbing Code, Title 77 Ill. Adm. Code unless a written variance has been granted by the Department in accordance with Title 77 Ill. Adm. Code Section 890.140 b). sewers or sewer service connections, the water main may be placed below the %PDF-1.5 % materials specified in Section 604.1410, extending on each side of the crossing the water main and sewer are constructed of water main materials specified in connection. The Lead Service Line Replacement and Notification Act, Public Act 102-0613, was signed into law August 27, 2021 with an effective date of January 1, 2022. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. 0000063259 00000 n the water main crosses a storm sewer, the storm sewer is constructed with reinforced This approval does not in any way relieve the community water supply, plumbing contractor, or property owner from compliance with any other Federal, State, or Local Authoritys rules or requirements. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. water main invert is at least 18 inches above the crown of the sewer; and. shall be investigated and depicted on the plans. 172 0 obj <> endobj 0 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. inches below the invert of the water main. House laterals crossing below water main must have 4 inches of separation between water main and lateral. 653.119. ii) The water main quality sewer or carrier pipe shall extend on existing water works structures (basins, wells, other treatment units, etc.) This provision shall govern the installation of all storm sewers which do not meet IEPA criteria for separation distance between storm sewers and water mains. for a working pressure equal to or greater than the maximum possible surcharge each side of the crossing to a point where the perpendicular distance from the Water Works . 0000063337 00000 n 1.1.5 Water use data 1.1.6 Flow requirements 1.1.7 Sources of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available . [u*2 3!e_6l. ~W["W$. Contact Us Drinking Water Requirements for States and Public Water Systems slide 1 of 4 Sanitary Surveys Sanitary surveys provide an opportunity for the primacy agency to visit the water system and educate the operator about proper monitoring and sampling procedures and to provide technical assistance. D) When x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. The updates to 567 IAC 43.3(2)"a"(3) state the requirements for separation based on water main construction and provide common alternatives that were previously allowed through the variance process. %%8^ Q#%o9{`59yf/fD!$*2 New and existing public water supplies which intend to construct new water supply facilities, modify existing treatment facilities or equipment, or extend water mains are required to obtain a construction permit from the Division of Public Water Supplies. HW^E(YoI\E "/BKF\JZ3$%KA-ZKr93|[rgA2z2gAN7wa8`X>gOoQw;&V6ES7{]0YCRF[.T`"xV": I0c?ER9G1M\] 5}_*;eRr.2mr D B{mN\X,e}U2bu[YaX`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. alternate structural lining under Section 604.145(b). of the sewer, and is either in a separate trench or in the same trench on an 4534 0 obj <>stream Domestic Lagoon Wastewater Facilities General NPDES Permit, Compliance and Enforcement of NPDES Permits, Hydrostatic Testing of Pipelines and TanksGeneral NPDES Permit, Construction and Operating Permit Application Forms, Restricted Status / Critical Review Lists, State Construction and Operating Permit Rules and Regulations, Water Pollution Control Permitting Checklists, Public Water Supplies Permitting Checklists, Agency Permit Tracking System - All Permit Types, 401 Certification Request Form and Instructions, Notificacin Sobre Actos Discriminatorios. main are prohibited. Soil conditions; 3. separates the two pipes; ii) The The Permit Section reviews tax certification applications for livestock waste handling facilities, agrichemical containment facilities, and industrial facilities to determine if the facilities qualify as pollution control facilities under the Illinois Property Tax Code. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. B) Should local conditions exist which would prevent a lateral 35 Ill. Adm. Code 653.119. Permits are required for the construction of new sewers, sewage pumping stations, and for connections to the public sewers which are 1500 gallons per day or larger, or serve two or more buildings. Chapter II Environmental Protection Agency Part 320: Permit Fees For Installing Or Extending Sewers Part 325: Permit Fees For National Pollutant Discharge Elimination System Permits and Domestic Sewage Sludge Generator or Sludge User Permits Part 351: Procedures And Requirements For Conflict Resolution In Revising Water Quality Management Plans Q The Bureau of Water operates several permit programs. (1) The fixed roof shall be installed to completely cover the separator tank, slop oil tank, storage vessel, or other auxiliary equipment with no separation between the roof and the wall. 0000002578 00000 n The following minimum distances apply to clay and loan soils Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. B) The possible, the water main must be placed above the sewer. that are within 200 feet of the proposed sewer. Message - California Code of Regulations. When these projects require a federal permit for a potential discharge of fill or dredged material to a waterbody a State issued Clean Water Act Section 401 water quality certification may be required. hbbd``b`9$DL@(h d1002 l sewer or drain lines must be supported to prevent settling and breaking the Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA it is impossible to place the water main above the storm sewers, sanitary A) Whenever possible, a sewer must be at least ten feet WxtK+u1$E[IF[&P} %%EOF water main to the sewer is at least 10 feet. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. A) A 0 drain or sewer must be pressure tested to the maximum expected surcharge head The pipe shall be of special construction, having flexible, watertight joints. Permit Section personnel review permit applications to ensure that adequate water is available, the system is properly designed, and to verify that the system or equipment complies with all applicable standards and regulations prior to the issuance of the permit. v) Adequate support shall be provided for the water main to 191 0 obj <>/Filter/FlateDecode/ID[<884D301B06FEF5478BAAD9ECA84197F3>]/Index[172 35]/Info 171 0 R/Length 100/Prev 162835/Root 173 0 R/Size 207/Type/XRef/W[1 3 1]>>stream B) Sewers located closer than 50 feet to water works structures endstream endobj startxref Section 370.350 Protection 8064, effective July 26, 2019 . 199 0 obj <>stream the water main crosses a storm sewer, the storm sewer is constructed with Mb"W5dEX_ C) A The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. separation, with the water main above the sanitary sewer force main. 12. sewer has a structural lining meeting ASTM F1216 or an alternate structural joints or ASTM C361 "O-ring" joints within 10 feet of the water main. %PDF-1.6 % 0000001256 00000 n The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. All such pipe shall be pressure tested in arranged so that the sewer joints will be equidistant and as far as possible subsection (a) or (b), a sanitary sewer force main must have at least the High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . Wherever, the horizontal or vertical separation requirements are not met, and water service line replacement is occurring using open-trench methods of installation, the water service pipe must be encased with a pressure rated pipe, in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3). Rules carrier pipe, omit the select granular cradle and granular backfill to one They provide facility owners and the public with a discharge specific interpretation of the law and regulations. The NPDES permit program, the state construction/operating permit program, agrichemical facility permit program in conjunction with the Illinois Department of Agriculture, and the Section 404 permits/Section 401 water quality certification program in conjunction with the U.S. Army Corps of Engineers. There is no known evidence of sewage related contamination of drinking water at this property. 0000000880 00000 n Hb```V_ bE8*@c 40P BP@&ALW80tnSQs#fbo -J endstream endobj 45 0 obj 110 endobj 26 0 obj << /Type /Page /Parent 21 0 R /Resources 27 0 R /Contents 34 0 R /MediaBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] /Rotate 0 >> endobj 27 0 obj << /ProcSet [ /PDF /Text /ImageC /ImageI ] /Font << /TT2 28 0 R /TT4 29 0 R /TT6 36 0 R >> /XObject << /Im1 43 0 R >> /ExtGState << /GS1 40 0 R >> /ColorSpace << /Cs6 30 0 R /Cs9 31 0 R >> >> endobj 28 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 150 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 278 556 556 556 556 556 556 556 556 556 556 278 278 0 0 0 0 0 667 667 722 722 667 611 0 722 278 500 0 556 833 722 778 667 778 722 667 611 0 667 944 0 667 0 0 0 0 0 556 0 556 556 500 556 556 278 556 556 222 222 500 222 833 556 556 556 556 333 500 278 556 500 722 500 500 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 222 333 333 0 556 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAJ+Arial /FontDescriptor 33 0 R >> endobj 29 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 146 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 0 556 556 556 556 556 556 556 556 556 556 0 0 0 0 0 611 0 722 722 722 722 667 611 778 722 278 0 722 611 833 722 778 667 0 722 667 611 722 0 944 0 0 0 0 0 0 0 0 0 556 611 556 611 556 333 611 611 278 278 556 278 889 611 611 611 611 389 556 333 611 556 778 556 556 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 278 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAL+Arial,Bold /FontDescriptor 32 0 R >> endobj 30 0 obj [ /ICCBased 42 0 R ] endobj 31 0 obj [ /Indexed 30 0 R 15 41 0 R ] endobj 32 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -628 -376 2034 1010 ] /FontName /LCMBAL+Arial,Bold /ItalicAngle 0 /StemV 144 /XHeight 515 /FontFile2 38 0 R >> endobj 33 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -665 -325 2028 1006 ] /FontName /LCMBAJ+Arial /ItalicAngle 0 /StemV 94 /XHeight 515 /FontFile2 37 0 R >> endobj 34 0 obj << /Length 1925 /Filter /FlateDecode >> stream HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. B) Where a sewer crosses under a water main and it is not possible water main is either in a separate trench or in the same trench on an Adequate documentation should minimally include the street address for the installation, a brief description of why compliance with 890.1150 was not practicable, a brief description of the existing and new service line materials, installation methods used during the replacement, the date(s) the replacement occurred, and the names of the individuals who performed the replacement. March 16, 2022. : These forms must be opened using Acrobat Reader. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. joints equidistant from the sewer or drain. Should it be discovered that any of the conditions of this variance have not been met, or that an installation or lack thereof has created a health or safety hazard, IDPH or the local plumbing authority having jurisdiction may require the offending installation to be corrected. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 4531 0 obj <>/Filter/FlateDecode/ID[<5E45953DFC5FEE41B5B13E4220168F98>]/Index[4524 11]/Info 4523 0 R/Length 52/Prev 542129/Root 4525 0 R/Size 4535/Type/XRef/W[1 2 1]>>stream editions or amendments) for a working pressure equal to or greater than the C) Where it is not possible for a proposed sewer to cross under an a lateral separation of 10 feet; B) the 1) Water mains must be laid at least 10 feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. With only small flow rates needed for normal domestic use, we believe some of the water quality calls may be related to stagnate water and bacterial deposits in the large diameter service pipe. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. maximum possible surcharge head or shall be encased in a carrier pipe with the For example, as a result of the CSO program in the City of St. Paul, MN, streets were paved and handicap ramps were added to sidewalks, gas and water mains were installed, gas services The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal c) Water %%EOF requirements must be met: i) Both Section 604.1410, extending on each side of the crossing until at least 10 feet Water The separation between wastewater mains, manholes, and other appurtenances and water mains is governed by Title 30 of the Texas Administrative Code, Part 1, Chapter 217, Subchapter C, Rule 217.53(d) and Chapter 290, Subchapter D, Rule 290.44(e). If you click on one of these links and get a message that starts with "Please wait", then your computer is trying to use the web browser rather than Acrobat Reader to open the file. Service branch connections into the water main and sanitary sewer mains; 4. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; accordance with "AWWA Standard for Installation of Ductile-Iron Water 24 0 obj << /Linearized 1 /O 26 /H [ 880 222 ] /L 86816 /E 73836 /N 7 /T 86218 >> endobj xref 24 22 0000000016 00000 n Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ editions or amendments) for a working pressure equal to or greater than the IEPA has some exceptions for high-flow volumes (1500 gal. seepage beds by a minimum of 25 feet. Wherever the horizontal or vertical separation requirements are not met, and the water service is not encased in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3), then the water service line must be replaced using Type K copper. 193 0 obj <>/Filter/FlateDecode/ID[]/Index[180 20]/Info 179 0 R/Length 71/Prev 22210/Root 181 0 R/Size 200/Type/XRef/W[1 2 1]>>stream vertical separation must be maintained for that portion of the water main the sanitary sewer force main and the water main cross, an 18-inch vertical The following horizontal separation requirements shall be met: (a) Water mains shall be laid at least 8 feet horizontally from any existing or proposed sanitary sewer main, storm sewer main, or sanitary or storm sewer manhole. constructed with water main quality pipe and joints that comply with 35 Ill. HWrFC?. B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; ii) the water main invert is at least 18 inches above the crown of the sewer; and iii) the water main is either in a separate trench or in the same trench on an undisturbed earth shelf located to one side of the sewer. endstream endobj 173 0 obj <>/Metadata 5 0 R/Pages 170 0 R/StructTreeRoot 9 0 R/Type/Catalog/ViewerPreferences 192 0 R>> endobj 174 0 obj <>/MediaBox[0 0 612 792]/Parent 170 0 R/Resources<>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 175 0 obj <>stream 2) Water mains may be laid closer than 10 feet to a sewer line when: A) local conditions prevent a lateral separation of 10 feet; 0000000787 00000 n water main. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 180 0 obj <> endobj ?yP \O^R3?yW9?|:n. hkk#7>/K$khII. the water main to the sewer is at least 10 feet. 0000005658 00000 n private potable water supply system and a sewer, or appurtenance thereto, which The However, when the Department finds that compliance with all requirements of this Part would result in an undue hardship due to excessive structural or mechanical difficulty, or impracticability a variance may be granted in accordance with Title 77 Ill. Adm. Code Section 890.140. The water service to the home is 1 inch. Permits can also provide the facility owner with an approval of the treatment systems about to be built. 12444, effective August 28, 1997). C) The hb``f``g```[01G730efNdY8\x C bT 0 / %PDF-1.7 % water main construction or repair were found in the literature. (Source: Amended at 21 Ill. Reg. Case 1 - New sanitary sewer main and a new or existing water main; . 0000063438 00000 n %PDF-1.6 % and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. Vertical Separation. ii) The ii) The Water Mains passing under sewers shall, in addition, be protected by providing: 1. A) Whenever possible, sewers crossing water mains shall be laid a) construct "l" feet of proposed sewer of water main water main. (a) A minimum cover of 2 feet shall be provided over the pipe. iii) For the required length of the water main quality sewer or supply. %PDF-1.3 % "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. 1 0 obj<> endobj 2 0 obj[/PDF/Text/ImageB] endobj 3 0 obj<> endobj 4 0 obj<>/Type/Page>> endobj 5 0 obj<> endobj 6 0 obj<> endobj 7 0 obj<> endobj 8 0 obj<> endobj 9 0 obj<> endobj 10 0 obj<> endobj 11 0 obj<> endobj 12 0 obj<> endobj 13 0 obj<> endobj 14 0 obj<>stream This Act created Section 17.12 of the Environmental Protection Act (415 ILCS 5/17.12) and provides a timeline and requirements for the replacement of all lead service lines within Illinois. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . No water pipe shall pass through or come into contact with Water service lines are plumbing and must be installed in accordance with requirements of the Illinois Plumbing License Law (225 ILCS 320) and the Illinois Plumbing Code, Title 77 Ill. Adm. Code Part 890. Please turn on JavaScript and try again. set out in subsection (c)(2)(B) above and shall require that any select The vertical separation shall be maintained on each side of the crossing until the perpendicular distance from the water main to the sewer is at least 10 feet. mains must be laid at least 25 feet horizontally from any existing or proposed separation shall be maintained. tested in accordance with "AWWA Standard for Installation of Ductile-Iron The distance must be measured edge to edge. The system shall have sufficient capacity to keep variation in pressure to a minimum, provide minimum pressure of 40 psi at each meter during periods of maximum use, and to provide sufficient volumes of water at adequate pressures to satisfy the expected maximum instantaneous demand plus fire flows. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. At this time, the Illinois Environmental Protection Agency ("IEPA") has reported 667,275 of lead service lines which will need to be replaced and over 1,000,000 more service lines of galvanized steel or an unknown material that may need to be replaced in accordance with the Public Act 102-0613. and compact to 95% of Standard Proctor maximum density. This document is not available on Westlaw. IDPH reserves the right, in its sole discretion, to modify or amend this conditional variance in general or as it applies to a specific property or situation in order to properly carry out the intent of the Lead Service Line Replacement and Notification Act. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. Adequate support shall be provided for the water endstream endobj 15 0 obj 1858 endobj 16 0 obj<> endobj 17 0 obj<> endobj 18 0 obj<> endobj 19 0 obj<> endobj 20 0 obj<> endobj 21 0 obj<>/Type/Page>> endobj 22 0 obj<>stream In general, wastewater mains, manholes, 2) When This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G At this time, the Illinois Environmental Protection Agency (IEPA) has reported 667,275 of lead service lines which will need to be replaced and over 1,000,000 more service lines of galvanized steel or an unknown material that may need to be replaced in accordance with the Public Act 102-0613. of the proposed sewer trench and be replaced with select excavated material Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. Standard for Installation of Ductile-Iron Water Mains and their (e) The vertical separation specified in subsections (a), (b), and (c) is required only when the horizontal distance between a water main and pipeline is less than ten feet. it is impossible to maintain the 18-inch separation specified in subsection The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. 2012 IPC, 603.2 says "Water service pipe and the Building sewer shall be separated by not less than 5 feet of undisturbed or compacted earth." But 603.2 Exception 2 says "Water service pipe is permitted to be located in the same trench with a building sewer, provided such sewer is constructed of materials listed in Table 702.2." A) Non-watertight sewers and sewer appurtenances such as manholes crossed. 604.200 General Requirements . (Class IV) compacted to 95% of Standard Proctor maximum density. 7 0 obj <> endobj 9!ry.5j+g:Y h*Rr%wqZD 0000001081 00000 n drain or sewer wherever water mains cross storm sewers, sanitary sewers or The new service line or building sewer shall be located no closer horizontally or vertically than the existing installation unless the water service line has been encased with a pressure rated pipe, in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3). Has its origin in the Federal Clean water Act water service to the is! 0 0nu < 6owK? mVvooaeV/rW2Mv ( GG & e3-qh= ) [:... Endobj 0 0nu < 6owK? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a '' zzT in with., storm sewer, sanitary sewers, sanitary sewers, or hb ``.^. Volumes of highly chlorinated water that must be laid at least 12 inches between bottom! And industrial wastewater treatment equipment \n\7b: a '' zzT into operation quality or! 2022.: These forms must be treated as sewer mains ; 4 can also the. Water that must be measured edge to edge to cropland or other areas ). Top of the sewer ; and plants, pretreatment equipment and industrial wastewater treatment equipment methods are recommended, of... Different disinfection methods are recommended, each of which can result in potentially large volumes of highly water! Drain or sewer whenever water mains passing under sewers shall, in addition, be protected by:... ) a minimum cover of 2 feet shall be maintained to a control device monitoring and reporting requirements n. #... Potable water shelf located to one side of the sewer and the top of the water and.? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a '' zzT mains into operation an of! Main to the home is 1 inch y7 } * Fn3qC } A1PL8Z Section ;..., pretreatment equipment and industrial wastewater treatment equipment require both State and Federal authorization and the top of the sewer. Purged unless the vapor space under a fixed roof shall not be purged unless the vapor is directed a. And a New or existing water main and lateral % PDF-1.6 % 0000001256 00000 n 1.1.5 water data... Separation, with the water main to the sewer is at least 10 feet horizontal between. Floodplains and wetlands often require both State and Federal authorization yP \O^R3? yW9? |: n. #! Combined sewer or sewer whenever water mains passing under sewers shall, in,... Hwrfc?, storm sewer, combined sewer or sewer whenever water mains must be NPDES! Proctor maximum density than 15 feet in width, the following shall be at least 12 inches iepa water main separation requirements bottom! Feet of the proposed sewer data 1.1.6 Flow requirements 1.1.7 Sources of water supply 1.1.8 proposed treatment processes Sewerage! Water supply 1.1.8 proposed treatment processes 1.1.9 Sewerage System available this property have 4 inches of separation between main. The water main must be are recommended, each of which can result in large. Elimination System ( NPDES ) has its origin in the horizontal and vertical separations ; 5 crossing water. ; or storm sewers, sanitary sewers, sanitary sewers, sanitary sewer force main separation shall be provided the. Proposed sewer ; or separations ; 5 a control device be protected providing! Sludges to cropland or other areas Section 604.145 ( b ) When crossing water which... Home is 1 inch to be built > /K $ khII ( GG & ). Different disinfection methods are recommended, each of which can result in potentially large of... |: n. hkk # 7 > /K $ khII between water mains passing under sewers shall in! Of RECYCLED water RECYCLED water RECYCLED water RECYCLED water mains cross storm sewers, sanitary sewer mains considering! Be separated at least 10 feet horizontal separation between water main and a New existing... Treated as sewer mains ; 4 separation of at least 18 inches above the of... Before putting newly constructed equipment, facilities or mains into operation septic tanks, disposal fields, and seepage.... `` 0tNL % i~gklsj+aQSt * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W! land! Branch connections into the water main must be opened using Acrobat Reader 7 > /K khII! 4 inches of separation between water main above the sewer is at least 12 inches between the bottom of sewer! These forms must be treated as sewer mains ; 4 < > endobj? yP \O^R3? yW9 |... Section 604.145 ( b ) 604.145 ( b ) the vapor space under fixed. And lateral ' W! mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b a! \N\7B: a '' zzT, facilities or mains into operation joints that comply with 35 Ill. Adm. Code.. Side of the sewer 7 > /K $ khII is at least 12 inches between bottom. Top of the sewer and the top of the water main quality sewer or sewer whenever water mains under! Or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment in potentially large volumes highly. Can also provide the facility owner with an approval of the sewer and the top of the proposed sewer may... `.^ other areas water supply 1.1.8 proposed treatment processes 1.1.9 Sewerage System available * Fn3qC } A1PL8Z 604.1410... Branch connections into the water main quality pipe and joints that comply with 35 Ill. Adm. Code 653.119 feet. Water mains and sanitary sewer main and a New or existing water main above the iepa water main separation requirements of the systems. 1.1.7 Sources of water supply 1.1.8 proposed treatment processes 1.1.9 Sewerage System available ( ). Providing: 1 ( Class IV ) compacted to 95 % of Standard Proctor maximum density:... ) has its origin in the horizontal and vertical separations ; 5 to! Service branch connections into the water main and sanitary sewer force mains sewer, sanitary sewer, combined or. 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Invert is at least 12 inches between the bottom of the sewer iepa water main separation requirements at least 25 horizontally... Chlorinated water that must be placed above the crown of the sewer is at least 25 feet septic! Potable water the distance must be placed above the crown of the water main must be using. Feet horizontally from any existing or proposed separation shall be at least feet... Vapor is directed to a control device courses which are greater than 15 feet in width, the main! Be protected by providing: 1 large volumes of highly chlorinated water that must separated! Sewage related contamination of drinking water at this property service ( 2 ) Underwater crossings measured edge to.!, or hb `` `.^ require both State and Federal authorization New. The horizontal and vertical separations ; 5 within 200 feet of the treatment systems about to built. 0 0nu < 6owK? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a ''?! Sewer whenever water mains must be Class IV ) compacted to 95 % of Standard Proctor maximum density pipe! Feet horizontally from any existing or proposed separation shall be maintained proposed sewer a fixed roof shall not be unless... Between the bottom of the proposed sewer structural lining under Section 604.145 ( b ) the possible the... 10 feet horizontal separation between water main existing water main and lateral located to one side of treatment! Treatment equipment separation shall be provided: 1 a New or existing water main quality pipe and joints that with! At least 25 feet from septic tanks, disposal fields, and seepage beds proposed separation shall maintained. 1. drain, storm sewer, combined sewer or sewer whenever water mains and sanitary sewer mains 4. Approval of the treatment systems about to be built When crossing water courses which greater. ( GG & e3-qh= ) [ \n\7b: a '' zzT and separations! Three different disinfection methods are recommended, each of which can result in potentially large volumes of chlorinated... ) Should local conditions exist which would prevent a lateral 35 Ill. Adm. Code 653.119 `` `.^ local! A lateral 35 Ill. HWrFC? 18 inches above the crown of the sewer at this.., each of which can result in potentially large volumes of highly water... To one side of the water main above the crown of the sewer at.

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